scholarly journals Residue from coal combustion for plastic soil improvement

2022 ◽  
Vol 2163 (1) ◽  
pp. 012008
Author(s):  
R J Gallardo Amaya ◽  
J Coronel Rojas ◽  
N J Cely Calixto

Abstract The combustion of coal in Hoffman-type furnaces generates ash as one of the process residues. This research seeks to make use of this residue to improve plastic subgrade soils in tertiary roads, considering that in Colombia a large percentage of these are not paved. A soil with high plasticity has been selected to make mixtures with ash dosages that vary from 0% to 15% with respect to the dry weight of the soil. To determine the variation of the physical and mechanical properties of the soil-ash mixtures tests of consistency limits, compaction tests, and California bearing ratio were carried out. The results showed that the mixture in which 12% of the coal combustion residue is added to the soil, as a percentage for the dry weight of the soil, has a better physical behavior and bearing capacity than the soil in its natural state. obtaining an increase of up to 75% in the California bearing ratio.

1991 ◽  
Vol 30 (1) ◽  
pp. 59-77 ◽  
Author(s):  
Richard W. Hurst ◽  
Terry E. Davis ◽  
Ahmed A. Elseewi

2012 ◽  
Vol 46 (21) ◽  
pp. 12226-12233 ◽  
Author(s):  
Laura Ruhl ◽  
Avner Vengosh ◽  
Gary S. Dwyer ◽  
Heileen Hsu-Kim ◽  
Grace Schwartz ◽  
...  

2021 ◽  
Vol 18 (2) ◽  
pp. 132-140
Author(s):  
Enden Mina ◽  
Woelandari Fathonah ◽  
Rama Indera Kusuma ◽  
Naufal Abdurrasyid

Many of the damage in road construction occurred because the soil did not have a good bearing capacity, therefore soil improvement was needed to increase the strength of the soil. One of the damaged roads that occur due to the lack of soil bearing capacity is at Priyayi Mosque Village Road, Kasemen District, Serang City which has a low carrying capacity with a CBR value of 1.99%. In this study, several tests were carried out, soil physical and California Bearing Ratio test. Soil physical tests carried out were water content, soil density, grain size analysis, Atterberg limits, compaction test and, CBR with the addition of slag cement with variations of 0%, 5%, 10%, 15% based on Variation of optimum wet side moisture content. The result of soil physical properties testing obtained the type of soil is an organic clay with high plasticity. The results of the California Bearing Ratio test on the original soil had a CBR value of 2.4% and there was an increase to the optimum at the addition of 15% Slag Cement in 0 and 3 days of curing with a CBR value of 11.2% and 15.25%. Based on these results, it can be concluded that the cement slag content of 15% with 3 days of curing time can increase the bearing capacity of the soil and fulfill the requirements as a good road subgrade


2002 ◽  
Vol 68 (5) ◽  
pp. 675-683 ◽  
Author(s):  
A. Kumar ◽  
P. Vajpayee ◽  
M. B. Ali ◽  
R. D. Tripathi ◽  
N. Singh ◽  
...  

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